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| Load directions |
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| View X rotated through 90° |
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1)
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Locating face |
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2)
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Marking |
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A1
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16,5
mm
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A2
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10
mm
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A3
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7,3
mm
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a5
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6
mm
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aL max
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53
mm
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aL and aR are dependent on the guideway length. |
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aL min
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20
mm
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aL and aR are dependent on the guideway length. |
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aR max
|
53
mm
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aL and aR are dependent on the guideway length. |
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aR min
|
20
mm
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aL and aR are dependent on the guideway length. |
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b
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13,5
mm
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d1
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3,8
mm
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d2
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3,3
mm
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G2
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M4
|
for screws to DIN ISO 4762-12.9
Max. tightening torque [MA]:
M3 = 1,5 Nm
M4 = 3 Nm
M6 = 10 Nm
The stated torques represent maximum values for the reliable transmission of forces in vibration-free, quasistatic applications (S0=1). We recommend that the tightening torques of the screw connection to the adjacent construction should be determined at the customer under the specific application conditions and operating conditions, observing the data in VDI Guideline 2230 Part 1 (2015) and the data in the description. |
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H1
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1,5
mm
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H2
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13,5
mm
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h
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14
mm
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h1
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7,4
mm
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JL
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20
mm
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jL
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60
mm
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K1
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M3
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for screws to DIN ISO 4762-12.9
Max. tightening torque [MA]:
M3 = 2,5 Nm
M4 = 3 Nm
M5 = 10 Nm
The stated torques represent maximum values for the reliable transmission of forces in vibration-free, quasistatic applications (S0=1). We recommend that the tightening torques of the screw connection to the adjacent construction should be determined at the customer under the specific application conditions and operating conditions, observing the data in VDI Guideline 2230 Part 1 (2015) and the data in the description. |
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K3
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M3
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for screws to DIN ISO 4762-12.9
Max. tightening torque [MA]:
M3 = 2,5 Nm
M4 = 3 Nm
M5 = 10 Nm
The stated torques represent maximum values for the reliable transmission of forces in vibration-free, quasistatic applications (S0=1). We recommend that the tightening torques of the screw connection to the adjacent construction should be determined at the customer under the specific application conditions and operating conditions, observing the data in VDI Guideline 2230 Part 1 (2015) and the data in the description. |
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L1
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48,5
mm
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lmax
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1940
mm
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Maximum length of single-piece guideways. Permissible guideway segments, see Technical principles |
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mK
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0,085
kg
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Mass of linear recirculating ball bearing unit |
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mS
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1,36
kg/m
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Mass of guideway |
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In relation to two ball bearing units for TKVD32, TKVD42 and TKVD69, to one ball bearing unit for TKVD14.
The usable load carrying capacity is influenced by the connections between the guidance elements and the adjacent construction.
The full load rating can only be supported if the full thread length is used and the adjacent construction is correspondingly dimensioned. |
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C
|
6750
N
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Basic dynamic load rating |
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C0
|
13000
N
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Basic static load rating |
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